Authors : Eshaq Ali Mohammadi; Muhammad Farid Aliyawar; Rahimullah Jalali; Yaseen Ramish

Volume/Issue : Volume 9 - 2024, Issue 7 - July

Google Scholar : https://tinyurl.com/ma7rsbcx

Scribd : https://tinyurl.com/68t69bex

DOI : https://doi.org/10.38124/ijisrt/IJISRT24JUL094

Abstract : One of the factors that affect the marketing, price, and field use of marble is its mechanical properties. Therefore, determining the mechanical properties of marble is very important. Usually, these properties are determined via destructive and non- destructive methods. In this study, the mechanical properties of ten types of marble collected from different parts of Turkey have been determined by destructive and non-destructive methods. Then, simple regression analysis was used to investigate the relationship between the mechanical properties and the velocity of p and s waves in saturated and dry states. As a result, to estimate the mechanical properties via p and s wave velocity the between of them equations with high correlation coefficients have been obtained.

Keywords : Marble, Mechanical Properties; Destructive Method, Non-Destructive Method.

References :

1. A. Sakcali and H. Yavuz, “Analysis of Plate Efficiency by Ultrasonic Measurement on Marble, Beige and Travertine Blocks,” Türkiye 24. Uluslararası Madencilik Kongresi ve Sergisi, 2015.
2. M. S. Azizoğlu, “Çukurova Bölgesi̇ndeki̇ Mermer Ocaklarinin Pazar Durumu Ve Ekonomi̇k Açidan Değerlendi̇ri̇lmesi̇,” cukurova university, Adana, 2005.
3. S. Kahraman,  fener Mustafa, and O. Kilic, “Estimating the Wet-Rock P-Wave Velocity from the Dry-Rock P-Wave Velocity for Pyroclastic Rocks,” Springer International Publishing, vol. 174, pp. 2621–2629, 2017, doi: 10.1007/s00024-017-1561-7.
4. S. Kahraman and T. Yeken, “Determination of Physical Properties of Carbonate Rocks from P-Wave Velocity,” Bull Eng Geol Environ, vol. 67, no. 2, pp. 277–281, May 2008, doi: 10.1007/s10064-008-0139-0.
5. S. Kahraman, “Estimating the Direct P-Wave Velocity Value of Intact Rock from Indirect Laboratory Measurements,” International journal of rock mechanics and mining sciences, vol. 39, no. 1, pp. 101–104, 2002.
6. K. B. Chary, L. P. Sarma, K. P. Lakshmi, N. A. Vijayakumar, V. N. Lakshmi, and M. Rao, “Evaluation of Engineering Properties of Rock Using Ultrasonic Pulse Velocity and Uniaxial Compressive Strength,” in Proc. National seminar on Non-destructive evaluation, 2006, pp. 7–9. Accessed: May 18, 2024. [Online]. Available: https://www.ndt.net/article/nde-india2006/files/tp-74-pap.pdf
7. G. Leucci and L. De Giorgi, “Experimental Studies on the Effects of Fracture on the P and S Wave Velocity Propagation in Sedimentary Rock (‘calcarenite Del Salento’),” Engineering Geology, vol. 84, no. 3–4, pp. 130–142, 2006.
8. S. Chaki, M. Takarli, and W. P. Agbodjan, “Influence of Thermal Damage on Physical Properties of a Granite Rock: Porosity, Permeability and Ultrasonic Wave Evolutions,” Construction and Building Materials, vol. 22, no. 7, pp. 1456–1461, 2008.
9. M. Cha, G.-C. Cho, and J. C. Santamarina, “Long-Wavelength P-Wave and S-Wave Propagation in Jointed Rock Masses,” Geophysics, vol. 74, no. 5, pp. E205–E214, 2009.
10. P. Ding, B. Di, D. Wang, J. Wei, and L. Zeng, “P-and S-Wave Velocity and Anisotropy in Saturated Rocks with Aligned Cracks,” Wave Motion, vol. 81, pp. 1–14, 2018.
11. S. Kahraman, “The Correlations Between the Saturated and Dry P-Wave Velocity of Rocks,” Ultrasonics, vol. 46, no. 4, pp. 341–348, 2007.
12. “Methods of Testing for Natural Building Stones.” Turkish Standards, 2009. [Online]. Available: https://intweb.tse.org.tr/